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Abstract
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Article Information:
Analysis of Ground Deformations Induced by Tunnel Excavation
Mingli Huang, Jia Guo and Zhongsheng Tan
Corresponding Author: Mingli Huang
Submitted: April 07, 2012
Accepted: April 23, 2012
Published: August 15, 2012 |
Abstract:
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In this study, we analyzing the ground deformation response in water-bearing sandstone ground
caused by tunnel excavation. Moreover, based on the field monitoring data of Xiang-an subaqueous tunnel in
Xiamen, taking a deep research on ground deformations caused by large cross section tunnel excavation. From
our research results, during tunnel excavation surface settlement and extensometer settlement may be divided
into four stages: slight deformation stage, rapid deformation stage, stable stage and slow deformation stage.
Key words: Field monitor, ground deformations, shallow excavation method, , , ,
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Abstract
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Cite this Reference:
Mingli Huang, Jia Guo and Zhongsheng Tan, . Analysis of Ground Deformations Induced by Tunnel Excavation. Research Journal of Applied Sciences, Engineering and Technology, (16): 2874-2880.
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ISSN (Online): 2040-7467
ISSN (Print): 2040-7459 |
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